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Land rebound after banning deep groundwater extraction in Changzhou, China
AbstractMore than 30years groundwater overdraft had resulted in hydraulic head declined from near the ground surface to 85m deep in the second confined aquifer (CA2) in Changzhou, and lead to regional land subsidence from 1970's to early 2000's. After banning deep groundwater extraction was banned in 2000, the hydraulic head of CA2 had recovered to 37.6m in Changzhou by the end of 2013. Based on several stages first and second order leveling results and long term monitoring data from the multi-strata borehole extensometer station (BES), it was revealed that the land subsidence is attributed to the compression of both aquifers and aquitards in the porous aquifer system. The spatial characteristics of subsidence are related not only to hydraulic head pattern in the area, but also to the thickness and compressibility of different soil strata, and distance from the aquifer. Since banning deep groundwater extraction, the ground uplifted 37.22mm (5.4% of the pre subsidence) at BES, Changzhou due to the hydraulic head recovering. Strata compression and rebound was recorded as: the upper most stratum, and the underlying aquitard of CA2, and the upper CA3 are still in the compression process, the lower CA3 layer and the upper most segment of aquitard of CA2 rebounded about 90% of the pre compression recorded since 1984, and the CA2 and its adjacent overlying aquitard rebounded 3.8%–9.7% of the pre compression.
HighlightsThe land subsidence is attributed to the compression of both aquifers and aquitards in the porous aquifer system, and the compression and rebound is related to compressibility of different soil strata, and distance from the aquifer.The monitored ground uplift was 37.22mm, 5.4% of the pre subsidence, and was structural strata compression and rebound result. The main pumping aquifer and its direct overlying aquitard rebounded 3.8%–9.7% of the pre compression. The bottom layer and the upper most aquitard layer of the main pumping aquifer rebounded about 90% of the pre compression.The aquitard between CA2 and CA3 and upper CA3 were still in the compression process due to groundwater recovery loading and downward seepage from CA2.
Land rebound after banning deep groundwater extraction in Changzhou, China
AbstractMore than 30years groundwater overdraft had resulted in hydraulic head declined from near the ground surface to 85m deep in the second confined aquifer (CA2) in Changzhou, and lead to regional land subsidence from 1970's to early 2000's. After banning deep groundwater extraction was banned in 2000, the hydraulic head of CA2 had recovered to 37.6m in Changzhou by the end of 2013. Based on several stages first and second order leveling results and long term monitoring data from the multi-strata borehole extensometer station (BES), it was revealed that the land subsidence is attributed to the compression of both aquifers and aquitards in the porous aquifer system. The spatial characteristics of subsidence are related not only to hydraulic head pattern in the area, but also to the thickness and compressibility of different soil strata, and distance from the aquifer. Since banning deep groundwater extraction, the ground uplifted 37.22mm (5.4% of the pre subsidence) at BES, Changzhou due to the hydraulic head recovering. Strata compression and rebound was recorded as: the upper most stratum, and the underlying aquitard of CA2, and the upper CA3 are still in the compression process, the lower CA3 layer and the upper most segment of aquitard of CA2 rebounded about 90% of the pre compression recorded since 1984, and the CA2 and its adjacent overlying aquitard rebounded 3.8%–9.7% of the pre compression.
HighlightsThe land subsidence is attributed to the compression of both aquifers and aquitards in the porous aquifer system, and the compression and rebound is related to compressibility of different soil strata, and distance from the aquifer.The monitored ground uplift was 37.22mm, 5.4% of the pre subsidence, and was structural strata compression and rebound result. The main pumping aquifer and its direct overlying aquitard rebounded 3.8%–9.7% of the pre compression. The bottom layer and the upper most aquitard layer of the main pumping aquifer rebounded about 90% of the pre compression.The aquitard between CA2 and CA3 and upper CA3 were still in the compression process due to groundwater recovery loading and downward seepage from CA2.
Land rebound after banning deep groundwater extraction in Changzhou, China
Wang, Guang-ya (author) / Zhu, Jin-qi (author) / You, Greg (author) / Yu, Jun (author) / Gong, Xu-long (author) / Li, Wei (author) / Gou, Fu-gang (author)
Engineering Geology ; 229 ; 13-20
2017-09-08
8 pages
Article (Journal)
Electronic Resource
English
Land rebound after banning deep groundwater extraction in Changzhou, China
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